菜单
  

    致谢:

    这项研究背后的理论发展为博士学位的一部分第一作者在国家台湾进行的计划大学,其应用程序是在第一次作家的1年留在斯坦福大学作为访问学者。来自国家科学的财政支持这在台湾基金会是感激的承认。

     

    附录:扩展式„14…

    替代TN为公式11公式14,Mn,CN,和得到了KN

     

     

    附录二:

    1,H,E和F,各种下标如式所示。18B是:

     

     

     

    符号:

     

     

     

    参考资料:

    Balendra, T., Tat, C. W., and Lee, S. L. 1982. “Modal damping for

    torsionally coupled buildings on elastic foundation.” Earthquake Eng.

    Struct. Dyn., 105, 735–756.

    Bielak, J. 1971. “Earthquake response of building-foundation system.”

    Rep. No. EERL 71–04, Earthquake Research Laboratory, California

    Institute of Technology, Pasadena, Calif.

    Bielak, J. 1976. “Modal analysis for building-soil interaction.” J. Engrg.

    Mech. Div., 1025, 771–786.

    Castelloni, A. 1970. “Foundation compliance effects on earthquake response

    spectra.” J. Soil Mech. and Found. Div., 964, 1335–1356.

    Chopra, A. K., and Goel, R. K. 2004. “A modal pushover analysis

    procedure to estimate seismic demands for unsymmetric-plan buildings.”

    Earthquake Eng. Struct. Dyn., 338, 903–927.

    Chopra, A. K., and Gutierrez, J. A. 1974. “Earthquake response analysis

    of multi-story buildings including foundation interaction.” Earthquake

    Eng. Struct. Dyn., 31, 65–77.

    Goel, R. K. 2001. “Simplified analysis of asymmetric structures with

    supplemental damping.” Earthquake Eng. Struct. Dyn., 309, 1399–

    1416.

    Gupta, V. K., and Trifunac, M. D. 1991. “Seismic response of multistoried

    buildings including the effects of soil-structure interaction.” Soil

    Dyn. Earthquake Eng., 108, 414–422.

    Lin, J. L., and Tsai, K. C. 2007. “Simplified seismic analysis of one-way

    asymmetric elastic systems with supplemental damping.” Earthquake

    Eng. Struct. Dyn., 366, 783–800.

    Meek, J. W., and Veletsos, A. S. 1972. “Dynamic analysis and behavior

    of structure foundation system.” Structure Research at Rice, Rep. No.

    13, Dept. of Civil Engineering, Rice Univ., Houston.

    Novak, M., and Hifnawy, L. E. L. 1983. “Effect of soil-structure interaction

    on damping of structures.” Earthquake Eng. Struct. Dyn.,

    115, 595–621.

    Parmelee, R. A. 1967. “Building foundation interaction effects.” J.

    Engrg. Mech. Div., 932, 131–152.

    Richart, F. E., Hall, J. R., and Woods, R. D. 1970. Vibrations of soils

    and foundations, Prentice-Hall, Englewood Cliffs, N.J.

    Roesset, J. M., Whitman, R. V., and Dobry, R. 1973. “Modal analysis

    for structures with foundation interaction.” J. Struct. Div., 993, 399–

    416.

    Sivahumaran, K. S., and Balendra, T. 1994. “Seismic analysis of asymmetric

    multistory buildings including foundation interaction and P-effects.” Eng. Struct., 168, 609–625.

    Tsai, N. C. 1974. “Modal damping for soil-structure interaction.” J.

    Engrg. Mech. Div., 1002, 323–341.

    Vaish, A. K., and Chopra, A. K. 1973. “Earthquake analysis of

    structure-foundation systems.” Rep. No. EERC73–9, Earthquake Engineering

    Research Center, Univ. of California, Berkeley, Calif.

    Veletsos, A. S., and Meek, J. W. 1974. “Dynamic behavior of buildingfoundation

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